| 種別 | 論文 |
| 主題 | FRP ANCHORAGE SYSTEMS FOR THE STRENGTHENING OF INFILL MASONRY STRUCTURES |
| 副題 | |
| 筆頭著者 | 前田祥平（北海道大学） |
| 連名者1 | 上田多門（北海道大学） |
| 連名者2 | Dillon S. Lunn（North Carolina State University） |
| 連名者3 | Sami H. Rizkalla（North Carolina State University） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | GFRP、PET、レンガ構造物、アンカー補強、GFRP、PET、masonry、strengthening、anchorages、arching action、flexural |
| 巻 | 33 |
| 号 | 2 |
| 先頭ページ | 1315 |
| 末尾ページ | 1320 |
| 年度 | 2011 |
| 要旨 | The objective of this research program is to evaluate the effectiveness of FRP anchorage on the lateral load capacity and ductility of FRP strengthened infill masonry wall. The experimental program comprised twelve full-scale specimens. All specimens consisted of a reinforced concrete (RC) frame that was in-filled with concrete brick masonry and were loaded by out-of-plane uniformly distributed pressure in cycles up to failure. Parameters investigated include the two types of FRP (GFRP, PET) and five types of FRP anchorage (Fiber bolt, Embedded bar, Shear key, Near Surface Mounted bar). |
| PDFファイル名 | 033-01-2220.pdf |